The force P is applied at d = 50 mm from the bottom as shown. Compute the normal stress at section a-a at the specific points. 200 TIL P 200 mm c+ 20 mm 300 mm- If P - 86 kN, what is the normal stress at point A in MPa (2 decimals)?

Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter6: Vertical Stress Increase In Soil
Section: Chapter Questions
Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...
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The force P is applied at d = 50 mm from the bottom as shown.
Compute the normal stress at section a-a at the specific points.
290 ILIL
P
200 mm
c+
20 mm
300 mm-
[
If P - 86 kN, what is the normal stress at point A in MPa (2
decimals)?
Transcribed Image Text:The force P is applied at d = 50 mm from the bottom as shown. Compute the normal stress at section a-a at the specific points. 290 ILIL P 200 mm c+ 20 mm 300 mm- [ If P - 86 kN, what is the normal stress at point A in MPa (2 decimals)?
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